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ECP-201
Egyptian Code for Loads
Prepared By
Eng: Mohamed Ismail Kotb
Email: m.ismailkotb@gmial.com
Tel: 01121549164
Eng. Mohamed Ismail Kotb
CODE Chapters
Chapter 1
Overview
Chapter 2
Definitions
Chapters 3 & 4
Loads on Buildings
Dead Loads
ch-3
Live Loads
ch-4
Chapters 5 & 6
Loads on Bridges
Roadway
Bridges
Ch-5
Railway
Bridges
Ch-6
Chapter 7
Wind Loads
Chapters 8, 9 & 10
Seismic Loads
Buildings
Ch-8
Bridges
Ch-9
Tanks
Ch-10
Eng. Mohamed Ismail Kotb
Eng. Mohamed Ismail Kotb
Chapter(2) Outlines
Definitions of Loads
Load Combinations Concepts
Load Combinations (ASD & LRFD)
LRFD Method
Resistance Concepts in LRFD
Reliability and LRFD Specification
Eng. Mohamed Ismail Kotb
Chapter(2) LRFD Method
 General Equation for LRFD Method
All the computation for factored resistance and factored load shall be in accordance with the following equation.
ø: resistance factor
∅ 𝑹𝒏 ≥ ෍ ∝𝒊 𝑸𝒊
Qi: Load effect
Rn: Nominal resistance α: Load factors
Pu: Factored Load
Increase in Load effect ≥ 1
Pu=1.2 PDL +1.6 PLL
Pu
PD
PD: Factored Design Strength
Reduction in strength <1
PD= ø Pn =0.9 Pn
Eng. Mohamed Ismail Kotb
Chapter (2) Resistance Concepts
Eng. Mohamed Ismail Kotb
(LRFD) method
 1- LRFD provides a flexibility options for the designers.
‫للمقاومة‬ ‫أخرى‬ ‫و‬ ‫لألحمال‬ ‫معامالت‬ ‫لوجود‬ ‫نظرا‬ ‫لتصميم‬ ‫في‬ ‫مرونة‬ ‫تعطى‬
 2- Using multiple load factor combinations should lead to economy and more reliable.
‫أوفر‬ ‫يكون‬ ‫أكثرو‬ ‫مصداقية‬ ‫يعطى‬ ‫األحمال‬ ‫من‬ ‫نوع‬ ‫لكل‬ ‫مختلفة‬ ‫معامالت‬ ‫وجود‬
 3- Change in resistance factor "ø" are much easier to make than (ASD)
‫في‬ ‫المقاومة‬ ‫معامل‬
LRFD
‫من‬ ‫أكثر‬ ‫بسهولة‬ ‫تغييره‬ ‫يمكن‬
ASD
 4- LRFD makes design in all materials more compatible and can be used for any material.
‫الطريقة‬ ‫هذه‬ ‫استخدام‬ ‫يمكن‬
‫فى‬
‫عن‬ ‫مختلفة‬ ‫األحمال‬ ‫معامالت‬ ‫ألن‬ ‫المختلفة‬ ‫المواد‬ ‫من‬ ‫نوع‬ ‫أي‬ ‫تصميم‬
‫المواد‬ ‫مقاومة‬ ‫معامالت‬
 5- Gives safer structures because this method lead to a better awareness of structural behavior
‫أمانا‬ ‫أكثر‬ ‫تصميم‬ ‫تعطى‬
‫للمنشأت‬
‫المنشأ‬ ‫لسلوك‬ ‫أكثر‬ ‫معرفة‬ ‫تعطى‬ ‫ألنها‬
‫األحمال‬ ‫من‬ ‫القصوى‬ ‫المرحلة‬ ‫في‬
 6- For low live load to dead ratio, this method is economic.
‫الدائمة‬ ‫إلى‬ ‫الحية‬ ‫األحمال‬ ‫بين‬ ‫متقاربة‬ ‫النسبة‬ ‫تكون‬ ‫عندما‬ ‫أكثر‬ ‫اقتصادية‬ ‫الطريقة‬ ‫هذه‬ ‫تكون‬
Eng. Mohamed Ismail Kotb
Chapter(2) LRFD Method
 Comparison of (LRFD) with (ASD) for tension members:
 Using (LRFD):
Actual force (1.2 D + 1.6 L) or (1.4 D)
Allowable stresses 0.85 Fy
 Using (ASD):
Actual force L + D
Allowable stresses 0.58 Fy
 From the curve, it is clear that LRFD is
More economic for L/D less than 2,
 while ASD is more economic,
if L/D more than 2.
Eng. Mohamed Ismail Kotb

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LRFD Load combination ECP-201_ Ch.2 _Lecture 3.pdf

  • 1. ECP-201 Egyptian Code for Loads Prepared By Eng: Mohamed Ismail Kotb Email: m.ismailkotb@gmial.com Tel: 01121549164 Eng. Mohamed Ismail Kotb
  • 2. CODE Chapters Chapter 1 Overview Chapter 2 Definitions Chapters 3 & 4 Loads on Buildings Dead Loads ch-3 Live Loads ch-4 Chapters 5 & 6 Loads on Bridges Roadway Bridges Ch-5 Railway Bridges Ch-6 Chapter 7 Wind Loads Chapters 8, 9 & 10 Seismic Loads Buildings Ch-8 Bridges Ch-9 Tanks Ch-10 Eng. Mohamed Ismail Kotb
  • 4. Chapter(2) Outlines Definitions of Loads Load Combinations Concepts Load Combinations (ASD & LRFD) LRFD Method Resistance Concepts in LRFD Reliability and LRFD Specification Eng. Mohamed Ismail Kotb
  • 5. Chapter(2) LRFD Method  General Equation for LRFD Method All the computation for factored resistance and factored load shall be in accordance with the following equation. ø: resistance factor ∅ 𝑹𝒏 ≥ ෍ ∝𝒊 𝑸𝒊 Qi: Load effect Rn: Nominal resistance α: Load factors Pu: Factored Load Increase in Load effect ≥ 1 Pu=1.2 PDL +1.6 PLL Pu PD PD: Factored Design Strength Reduction in strength <1 PD= ø Pn =0.9 Pn Eng. Mohamed Ismail Kotb
  • 6. Chapter (2) Resistance Concepts Eng. Mohamed Ismail Kotb
  • 7. (LRFD) method  1- LRFD provides a flexibility options for the designers. ‫للمقاومة‬ ‫أخرى‬ ‫و‬ ‫لألحمال‬ ‫معامالت‬ ‫لوجود‬ ‫نظرا‬ ‫لتصميم‬ ‫في‬ ‫مرونة‬ ‫تعطى‬  2- Using multiple load factor combinations should lead to economy and more reliable. ‫أوفر‬ ‫يكون‬ ‫أكثرو‬ ‫مصداقية‬ ‫يعطى‬ ‫األحمال‬ ‫من‬ ‫نوع‬ ‫لكل‬ ‫مختلفة‬ ‫معامالت‬ ‫وجود‬  3- Change in resistance factor "ø" are much easier to make than (ASD) ‫في‬ ‫المقاومة‬ ‫معامل‬ LRFD ‫من‬ ‫أكثر‬ ‫بسهولة‬ ‫تغييره‬ ‫يمكن‬ ASD  4- LRFD makes design in all materials more compatible and can be used for any material. ‫الطريقة‬ ‫هذه‬ ‫استخدام‬ ‫يمكن‬ ‫فى‬ ‫عن‬ ‫مختلفة‬ ‫األحمال‬ ‫معامالت‬ ‫ألن‬ ‫المختلفة‬ ‫المواد‬ ‫من‬ ‫نوع‬ ‫أي‬ ‫تصميم‬ ‫المواد‬ ‫مقاومة‬ ‫معامالت‬  5- Gives safer structures because this method lead to a better awareness of structural behavior ‫أمانا‬ ‫أكثر‬ ‫تصميم‬ ‫تعطى‬ ‫للمنشأت‬ ‫المنشأ‬ ‫لسلوك‬ ‫أكثر‬ ‫معرفة‬ ‫تعطى‬ ‫ألنها‬ ‫األحمال‬ ‫من‬ ‫القصوى‬ ‫المرحلة‬ ‫في‬  6- For low live load to dead ratio, this method is economic. ‫الدائمة‬ ‫إلى‬ ‫الحية‬ ‫األحمال‬ ‫بين‬ ‫متقاربة‬ ‫النسبة‬ ‫تكون‬ ‫عندما‬ ‫أكثر‬ ‫اقتصادية‬ ‫الطريقة‬ ‫هذه‬ ‫تكون‬ Eng. Mohamed Ismail Kotb
  • 8. Chapter(2) LRFD Method  Comparison of (LRFD) with (ASD) for tension members:  Using (LRFD): Actual force (1.2 D + 1.6 L) or (1.4 D) Allowable stresses 0.85 Fy  Using (ASD): Actual force L + D Allowable stresses 0.58 Fy  From the curve, it is clear that LRFD is More economic for L/D less than 2,  while ASD is more economic, if L/D more than 2. Eng. Mohamed Ismail Kotb